2007, 01-17 Permit App: 07000147 Garage Project Number: . 07000147 Inv: 1 Application Date: 1/17/2007 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 24X24 ATT GAR Contact: STIMSON CONTRACTING
Address: PO BOX 1687
C-S-Z: MEDICAL LAKE,WA 99022
Setbacks:Front Left: Right: Rear: Phone: (509)999-8828
Group Name:
Site In formation: Project Name:
Plat Key: 002278 Name: ROBERT LOUIS SUB District: East
Parcel Number: 45022.5602 Block: Lot:
SiteAddress: 14207 E ROCKWELL AVE Owner:Name: CMH HOMES,INC
Address: 15906 E SPRAGUE AVE
Location::CSV SPOKANE VALLEY,WA 99037
Zoning: R-2
Water District: Hold: ❑
Area: .00 Acres Width: 100 Depth: 155 Right Of Way(ft): 50
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information: SCRASOMMOW,3%.'..,f 11v . .. .:$-,
Review
Building Plan Review Released By:
Originally Released: 1/17/2007 By: TMELBOU
Landuse/Zoning/HE Conditions Released B — (�E� %-
..-
Operator: JD Printed By: JD Print Date: 1/17/2007
Project Number: . 07000147 Inv: 1 Application Date: 1/17/2007 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit -
Contractor: STIMSON CONTRACTING Firm: STIMSON CONTRACTING
Address: PO BOX 1687 Phone: (509)299-6040
MEDICAL LAKE,WA 99022
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
GARAGE U-1 VB 576 $10,944.00 576 $10,944.00
Totals: 576 $10,944.00 576 $10,944.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $195.25
ACCESSORY PLANS REVIEW 1 SELECT $48.81
WSBC SURCHARGE 1 SELECT $4.50
Permit Total Fees: $248.56
Notes .,, •-' ,aecisax:; ..::' :;?.x*ra+ .,...:: _.. A:'fi ,.,:'max=.. : ,.. „+ ..x.,. - :: "r
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $248.56 $248.56 $0.00 $248.56
$248.56 $248.56 $0.00 $248.56
Disclaimer:
Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information
contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: JD Printed By: JD Print Date: 1/17/2007
11,
f
Permit Center
sS'*v� PERMIT NUMBER: C 14
brie 11707 E Sprague Ave,Suite'106 7 "f
Zr8e8=e6y,FWA:99206JAN 1 (' 2 PERMIT FEE:
.0va1�3' (509)688-0037
Community Development www.spokanevalley.org
Residential Construction n New Construction I Accessory Bldg
Permit Application [] Addition/Remodel (1 Deck
n Other:
SITE ADDRESS 4,/c20-9-- e gP,CGt.)6?( , Sperml2 9"L(�/
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building Owner: Contractor: T,m SC:4-11-2/P C:i I A
Name: (-/nti/0/V /10 .5 Name: /r ri
Address: /3-10(4 c_ 5/)p4 6306; Address: 3o,,c tL04 j'A.--
City:SpoCtM r l,_LLF.y State:tog Zip:Aj°lo39 City:,�v1, L. l_
Q, c State: w A Zip:1010,• 3
Phone: 9/ -- ,7
/c/, Fax:co, C7 !I - 934,6
D�� Phone: crAO-)q_ (P Fax
f .soot 0 Li 4- (xS y
Contractor Lic No:�=I MSC- 61160Date: i 1- f0.
Contact Person City Business Lic.No:
Name: s i EC/a (5'T//Y1�SOA)
Phone: S09 (3:7L/L/- CD(0(3(/7
Describe the scope of work in detail: Cost of Project: $ /(v,OCC)
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: DIMENSIONS:Lr �y X Q #OF STORIES: / TOTAL HABITABLE
MAIN FLOOR TO SQ. 2Nu FLOOR SQ. FTG:U UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG: AREA:
FINISHED BASEMENT GARAG FTG: DECK/COV. PATIO SQ. FTG: 30%SLOPES ON
SQ. FTG: Ce' PROPERTY:
#OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC?
The permitee verifies,acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling,the
dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The
signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done
in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of
Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal,state or
local laws,codes or ordinances.6) Plans or additional information may be required to be submitted,and subsequently approved before
this application can be processed. .
Signature / ', ft \ Date
Method of Payment:
0 Cash 0 Check 0 Mastercard 0 VISA
Bankcard#: Expires: VIN#:
Authorized Signature:
REVISED 825/2005
01/11/2007 11:27 509-324-3603 SRHD ENVR HEALTH PAGE 01/02
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Department of Building and Planning
The following are typical details for a residential garage up to a maximum of 36 feet wide and 50 feet in length. The length may
be increased within the inclusion of interrior braced lines. They may or may not representthe proposed project. If you are using
this detail as a portion of your plan submittal,please complete the requested information where indicated.This completed detail,
along with any additional information,needs bo be submitted with yourapplication and be on site atthe time of inspection.
1. 48"braced wall panel required on each corner (SPECS TO BE ON SITE
DURING RAINING INSCTI
EON)
and every 25 f eet of wall. ENGINEERED TRUSS- R
2. Walls within 3 feet of a property line or within 6 RAFTER SIZE AND SPACING
feet of a dwelling must be 1 hour rated. 518" 1/8 GAP x @ O.C. .,
BE 1 +BEEN SHEATRING
type"X"drywall or 1/2"gypsum sheathing on ROOFING TERIAL ��
interior and exterior of wall. %�
1$/32" ROOFING PAPER ,-�
3. Doors entering a garage from the house must be
1 3/8"solid core with a 20 minute fire rating. 470 :I4. Details are for single story structures only. 1.
5. Trusses shall be connected to wall plates by the ROOF SHEATHING
` C4. DOUBLE TOP PLATE
use of approved connectors having a resistance to �/`� WALL HEIGHT l0
uplift of not less than 175pounds. SOLID BLOCKING (MAXIMUM HEIGHT 12')
P BETWEEN TRUSSES
.rt I
WALL SHEATHING ! rr
q
GROUND SIQOWLOAD(pd) dG�y�t �LC��
o 2X @ `4 O.C.
39 Ih114 �V SIDING j
w ceo b S tJewc-(4.4tMt-
GIRDERSAND BUILDINGW DTH c(feet) p Ay)r6LS PRESSURE TREATED
HEADERS 36 SOLE PLATE
SUPPORTING SI7F SPAN NJ
2-2X4 2').3" 1
2-2X6 4'-0" 2 I
3-1/2" CONCRETE SLAB
2-2X8 5'-0" 2 6' MIN.
illinridallt
2-2X10 6'-1" 2 t 11M1nm11 ..
22X12 7'-0" 2 `'
FOUNDATION '
3-2X8 6'-5" 2 a dp r 1 n r
3 2X10 7'7" 2 DEPTH 6" MIN. A HOR BOLTS 1/2" X,9'
MIN. 7" INT. COAiCRETE)
3-2)02 8'-9" 2 24" (ATTACHED) 6' O.C. •R APPROVED
4-2X8 7'-2" 1 6" X 12" ANCHOR NSTALLED PER
ROOF AND 4-2X10 8'-9" 2 FOOTING MANUFACTURER.
CEILING 4-2)02 10'-2" 2
PROTECTION AND OPENING'S BETWEEN
N.
FOUNDATION PLAN DWELLINGANDPRIVATEGARAGESHALLHAVE:
1)MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE
SECTION A-A CONSTRUCTION ON THE GARAGE SIDE:
❑ 5/8"TYPE"X"GYP BOARD(HABITABLE SPACE ABOVE)OR
(FOR DETACHED) ❑ 1/2"GYP BOARD(RESIDENCE/ATTIC,FLOOR/CEILING)
2)OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE
EQUIPPED WITH SOLID W000 DOOR,SOLID OR HONEYCOMB CORE
2X—@ `O.C. ,nn
'RS.
i i ,: SS THAN 1 3/8°,OR 20 MINUTE FIRE RATED
TREATED SILL ALTERNATE FOUNDATION
ti F.4
1/2" X 9" ANCHOR q ,'f •i +.
BOLTS @ 6 O.C. , •
r �=i4: 6" MINIMUM
'••. . .r+::. • . '# .J
3-1/2' `
CONCRETE . �" (I111:—=1
g . +-i... j ;IIS %,
SLAB - _ • 6. Ifl•—ii . 4' • E_ _ Y,/
z, .r ' ' • • J .J _ • i �'I. , 1
_ . , ' — #A . ■ — MINIMU
V I � I -_ ,
II. . • . -rte= •
rte• d d ; —12= (2)#4 REBAR
(2) #4 REBAR
I--12"—I
BUILDING DIMENSIONS: , `"-1 x9--t Jurisdiction Contact List:
GARAGE DOOR HEADER SIZE: al , ay )-2.. Spokane County
INDICATE THE LOCATION AND THE SIZE OF ALL ■ Building and Planning 477-3675
WINDOWS AND DOORS: • EngineeringandRoads 477-3600
IDLE
• i 1 ■ Utilities 477-3604
INE • t-�,� `KJ
_mom
r——--• -- 1--_,
r — 1
I -2,0 --. For more information contact:
o
3 �0-r
Spokane County Department of Building and Planning
I .,,,-)•,f 1026 West Broadway Avenue
A A Spokane,WA 99260-0050
(509)477-3675 bp�spokanecounty.org
I http://www.spokanecounty.org/bp
`i I I Min. 4 ft Brace Wall Panel per R602.10.3 &R602.10.4
CONTINOUS FOOTING REQUIRED i 1 Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
L _1I Min. 16, 18 or 20 in. APA Portal Frame Bracing
'`" 111111111 __ killelL Engineered Shear Wall Bracing
Please note at • ile every effort is made to assure th- accu cy of the information contained in this brochure it is not warranted for accuracy. This document is not
intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investigation. For detailed information on a particular
project,permit,or code requirement refer directly to applicable file and/or code/regulatory documents or contact the appropriate division or staff. (Bp-13) I-CODE 10/04
MrALL Coy ERIN,G ,
ANSI/HPVA HP-1. Hardboard paneling shall conform to over solid blocking,wood or wood structural panel sheath-
ANSI/AHA A135.5. ing.
R702.6 Wood shakes and shingles.Wood shakes and shingles R703.3.2 Horizontal siding.Horizontal lap siding shall be
shall conform to CSSB Grading Rules for Wood Shakes and lapped a minimum of 1 inch (25.4 mm), or 0.5 inch (12.7
Shingles and shall be permitted to be installed directly to the mm) if rabbeted, and shall have the ends caulked,covered
studs with maximum 24 inches(610 mm)on center spacing. with a batten,or sealed and installed over a strip of flashing.
R702.6.1 Attachment.Nails,staples or glue are permitted R703.4 Attachments.Unless specified otherwise,all wall cov-
for use in attaching shakes or shingles to the wall, and the erings shall be securely fastened in accordance with Table
shakes or shingles shall be permitted to be attached directly R703.4 or with other approved aluminum, stainless steel,
to the surface provided the fasteners are appropriate for the zinc-coated or other approved corrosion-resistive fasteners.
type of wall surface material.When nails or staples are used,
two fasteners shall be provided and shall be placed so that R703.5 Wood shakes and shingles.Wood shakes and shingles
they are covered by the course above. shall conform to CSSB Grading Rules for Wood Shakes and
Shingles.
R702.6.2 Furring strips. Where furring strips are used,
they shall be 1 inch by 2 inches or 1 inch by 3 inches(25.4 R703.5.1 Application.Wood shakes or shingles shall be ap-
mm by 51 mm or 25.4 mm by 76 mm),spaced a distance on plied either single-course or double-course over nominal
center equal to the desired exposure,and shall be attached to 1/2-inch(12.7 mm)wood-based sheathing or to furring strips
the wall by nailing through other wall material into the over 1/2-inch (12.7 mm) nominal nonwood sheathing. A
studs. weather-resistant permeable membrane shall be provided
over all sheathing, with horizontal overlaps in the mem-
brane of not less than 2 inches(51 mm)and vertical overlaps
SECTION R703 of not less than 6 inches(152 mm).Where furring strips are
EXTERIOR COVERING used,they shall be 1 inch by 3 inches or 1 inch by 4 inches
(25.4 mm by 76 mm or 25.4 mm by 102 mm)and shall be
R703.1 General.Exterior walls shall provide the building with fastened horizontally to the studs with 7d or 8d box nails and
a weather-resistant exterior wall envelope. The exterior wall shall be spaced a distance on center equal to the actual
envelope shall include flashing as described in Section R703.8. weather exposure of the shakes or shingles,not to exceed the
The exterior wall envelope shall be designed and constructed in maximum exposure specified in Table R703.5.2.The spac-
such a manner as to prevent the accumulation of water within ing between adjacent shingles to allow for expansion shall
the wall assembly by providing a water-resistive barrier behind not exceed'/,inch(6.4 mm),and between adjacent shakes,
the exterior veneer as required by Section R703.2. it shall not exceed'/2 inch(12.7 mm).The offset spacing be-
R703.2 Weather-resistant sheathing paper. Asphalt- tween joints in adjacent courses shall be a minimum of 1'/2
saturated felt free from holes and breaks,weighing not less than inches(38 mm).
14 pounds per 100 square feet (0.683 kg/m2) and complying R703.5.2 Weather exposure.The maximum weather expo-
with ASTM D 226 or other approved weather-resistant mate- sure for shakes and shingles shall not exceed that specified
rial shall be applied over studs or sheathing of all exterior walls in Table R703.5.2.
as required by Table R703.4.Such felt or material shall be ap-
plied horizontally,with the upper layer lapped over the lower R703.5.3 Attachment.Each shake or shingle shall be held
layer not less than 2 inches(51 mm).Where joints occur,felt in place by two hot-dipped zinc-coated, stainless steel, or
shall be lapped not less than 6 inches(152 mm). aluminum nails or staples. The fasteners shall be long
enough to penetrate the sheathing or furring strips by a mini-
Exception: Such felt or material is permitted to be omitted
mum of /2 inch(12.7 mm)and shall not be overdriven.
in the following situations:
1. In detached accessory buildings. R703.5.3.1 Staple attachment.Staples shall not be less
than16 gage and shall have a crown width of not less than
2. Under panel siding with shiplap joints or battens. '/l6 inch(11.1 mm),and the crown of the staples shall be
3. Under exterior wall finish materials as permitted in parallel with the butt of the shake or shingle. In
Table R703.4. single-course application, the fasteners shall be con-
4. Under paperbacked stucco lath. cealed by the course above and shall be driven approxi-
mately 1 inch (25.4 mm) above the butt line of the
R703.3 Wood,hardboard and wood structural panelsiding. succeeding course and 3/4 inch(19.1 mm)from the edge.
R703.3.1 Panel siding.Joints in wood,hardboard or wood In double-course applications,the exposed shake or shin-
structural panel siding shall be made as follows unless oth- gle shall be face-nailed with two casing nails,driven ap-
erwise approved.Vertical joints in panel siding shall occur proximately 2 inches(51 mm)above the butt line and 3/4
over framing members, unless wood or wood structural inch(19.1 mm)from each edge.In all applications,sta-
panel sheathing is used,and shall be shiplapped or covered pies shall be concealed by the course above.With shin-
with a batten. Horizontal joints in panel siding shall be gles wider than 8 inches (203 mm)two additional nails
lapped a minimum of 1 inch (25.4 mm) or shall be shall be required and shall be nailed approximately 1
shiplapped or shall be flashed with Z-flashing and occur inch(25.4 mm)apart near the center of the shingle.
204 2003 INTERNATIONAL RESIDENTIAL CODE®
WALL COVERING
f , r.
TABLE R703.4
WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS
TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERSb'',d
Foam
NOMINAL SHEATHING Wood or wood Fiberboard Gypsum plastic
THICKNESS' JOINT PAPER structural panel sheathing into sheathing into sheathing Direct to Number or spacing
SIDING MATERIAL (inches) TREATMENT REQUIRED sheathing stud stud into stud studs of fasteners
0.120 nail 0.120 nail 0.120 nail 0.120 Not
0.019` Lap No 11/,''long 2"long 2"long nail' allowed
Without
Horizontal insulation 0.120 nail 0.120 nail 0.120 nail 0.120 Not Same as stud
aluminum` 0.024 Lap No 1'/2"long 2"long 2"long nail' allowed spacing
With 0.120 nail 0.120 nail 0.120 nail 0.120 0.120 nail
insulation 0.019 Lap No 1V,"long 21/2"long 2V,"long nail' 11/2"long
Brick veneer
Concrete masonry 2 Section R703 Yes(Note m) See Section R703 and Figure R703.7h
veneer
Hardboard' 7/16 Note g See R703.2 Note o Note o Note o Note o Note o 6"panel edges
Panel siding-vertical 12"inter.sup.P
Same as stud
Lap-siding-horizontalHardboard' 7/16 Note r Yes Note q Note q Note q Note q Note q spacing
2 per bearing
0.113 nail 13/" 0.113 nail 23/4" 0.113 nail 0.113 Not Same as stud
Steel' 29 ga. Lap No Staple-13/4< Staple-2'/2 Staple-2V," Staple' allowed spacing
Stone veneer 2 Section R703 Yes(Note m) See Section R703 and Figure R703.76
6d box nail,
3/8-1/2 Note g Note g 6d box nail 6d box nail 6d box nail box nail' 3/8 not 6"panel edge
Particleboard panels allowed 12"inter.sup.
5/8 Note g Note g 6d box nail 8d box nail 8d box nail box nail' 6d box nail
Plywood panel' 3/8 Note g Note g 0.099 nail-2" 0.113 nail-21/2" 0.099 nail-2" 0.113 0.099 6"on edges
(exterior grade) nail' nail-2"
0.120 nail 1V," 0.120 nail 2" 0.120 nail 2" 0.120 Not Same as stud
Vinyl siding" 0.035 Lap NoStaple-13/4" Staple-2'/2" Staple-21/2" Staple' allowed spacing
i[ Pv. t "" a
Wood'Rustit,41.;. lk,1)) Mii ¶ Lap F No Face nailing up to
Shiplap 19/32 Average 0.113 6"widths,1 nail
Lap No Fastener penetration into stud-1" nail-2V," per bearing;8"
Bevel 7/16 Staple-2" widths and over,
Butt2 nails per bearing
tip 3/16 Lap No
4d 6"oc on edges,
Fiber cement panel5/ Note t Yes 6d corrosion 6d corrosion 6d corrosion - corrosion 12"oc on
siding' 16 Note y resistant nail' resistant nail resistant nail' resistant
nail" Intermed.studs
6d corrosion
Yes 6d corrosion 6d corrosion 6d corrosion
Fiber cement,lap siding'
5(16 Note wNote y resistant nail' resistant nail' resistant nail' - resistant Note x
nail
For SI: 1 iiich=25.4 mm.
a. Based on stud spacing of 16 inches on center.Where studs are spaced 24 inches,siding shall be applied to sheathing approved for that spacing.
b. Nail is a general description and shall be T-head,modified round head,or round head with smooth or deformed shanks.
c. Staples shall have a minimum crown width of 7/15-inch outside diameter and be manufactured of minimum No.16 gage wire.
d. Nails or staples shall be aluminum,galvanized,or rust-preventive coated and shall be driven into the studs for fiberboard or gypsum backing.
e. Aluminum nails shall be used to attach aluminum siding.
f. Aluminum(0.019 inch)shall be unbacked only when the maximum panel width is 10 inches and the maximum flat area is 8 inches.The tolerance for aluminum
siding shall be+0.002 inch of the nominal dimension.
g. If boards or panels are applied over sheathing or a weather-resistant membrane,joints need not be treated.Otherwise,vertical joints shall occur at studs and be
covered with battens or be lapped.
h. All attachments shall be coated with a corrosion-resistive coating.
i. Shall be of approved type.
(continued)
2003 INTERNATIONAL RESIDENTIAL CODES 205
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROli= TRUSSES, BEAMS AND
' r_M S PRIOR TO FRAMING
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLEY'DUIL ING DIVISION .
__Tx& t 2 07 -.__